Reduction of Settlement Risk at an Organic Soil Site in New England (English)
- New search for: Dwyer, L.
- New search for: Patrick, B. Fitz
- New search for: Wheeler, J.
- New search for: Dwyer, L.
- New search for: Patrick, B. Fitz
- New search for: Wheeler, J.
In:
Ground Modification and Seismic Mitigation
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111-118
;
2006
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ISBN:
- Conference paper / Electronic Resource
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Title:Reduction of Settlement Risk at an Organic Soil Site in New England
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Contributors:
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Conference:GeoShanghai International Conference 2006 ; 2006 ; Shanghai, China
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Published in:
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Publisher:
- New search for: American Society of Civil Engineers
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Place of publication:Reston, VA
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Publication date:2006-05-11
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ISBN:
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DOI:
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Type of media:Conference paper
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Type of material:Electronic Resource
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Language:English
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Keywords:
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Source:
Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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Numerical Stability Analyses of Embankments Supported on Deep Mixed ColumnsNavin, M. P. / Filz, G. M. et al. | 2006
- 9
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Optimal Column Modulus of Deep Mixed Column Foundations under EmbankmentsDeng, Yong-Feng / Liu, Song-Yu / Hong, Zhen-Shun et al. | 2006
- 17
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Analysis of the Diameter of Deep Mixed ColumnShen, S. L. / Pang, X. M. / Gu, W. H. et al. | 2006
- 23
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Improving Soft Soil Using Combined Cement Deep Mixing Column and Preloading with Prefabricated Vertical DrainsYe, G. / Xu, C. A. / Gao, Y. et al. | 2006
- 29
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Consolidation Calculating Method of Soft Ground Improved by DJM-PVD Combined MethodZhang, D. W. / Liu, S. Y. / Hong, Z. S. et al. | 2006
- 37
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Numerical Modelling of Soft Ground Improved with CementLiyanapathirana, D. S. / Carter, J. P. / Liu, M. D. et al. | 2006
- 45
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Recent Advances in Deep Mixing Research and Development in the USAPorbaha, Ali et al. | 2006
- 51
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Strength Development in Cement Stabilized Coarse Grained SoilsHorpibulsuk, S. / Rachan, R. / Katkan, W. / Nagaraj, T. S. et al. | 2006
- 57
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Experimental Study on the Mechanical Behavior and Destructured Process of Artificially, Structured Soils in Triaxial CompressionLiu, E. L. / Shen, Z. J. et al. | 2006
- 65
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Modelling the Behaviour of Cemented ClayLiu, M. D. / Carter, J. P. / Horpibulsuk, S. / Liyanapathirana, D. S. et al. | 2006
- 73
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One-Dimensional Compression Behavior of Cement Treated ClayKang, Yeoun-Ike / Santagata, Marika et al. | 2006
- 81
-
Experimental Study on Dynamic Properties of Lime Treated SoilHe, J. Q. / Zhang, J. S. / Yang, J. S. et al. | 2006
- 89
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Behavior of Chemically Stabilized Sulfate-Rich Expansive Clay under Quick-Aging EnvironmentHoyos, L. R. / Laikram, A. / Puppala, A. et al. | 2006
- 89
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Behavior of Chemically Stabilized Sulfate-Rich Expansive Subgrade Clay under Quick-Aging EnvironmentHoyos, L. R. / Laikram, A. / Puppala, A. et al. | 2006
- 97
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Study on High Accuracy Water-Cement Ratio Transducer and Its ApplicationXu, Lisheng / Li, Jianzhong / Chen, Wei et al. | 2006
- 103
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Effect of SCP Improvement Depth on Stability under Backfill LoadingTakahashi, H. / Nakamura, T. / Kitazume, M. et al. | 2006
- 111
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Reduction of Settlement Risk at an Organic Soil Site in New EnglandDwyer, L. / Patrick, B. Fitz / Wheeler, J. et al. | 2006
- 119
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Centrifugal Model Tests and Numerical Calculations on Failure Pattern of Floating Type SCP Improved GroundNakamura, T. / Kitazume, M. / Takahashi, H. et al. | 2006
- 127
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Innovative Stabilization of Peat Soils for Railroad Foundation Using Rammed Aggregate PiersCarchedi, David R. / Monaghan, Justin / Parra, Jorge et al. | 2006
- 135
-
Consolidation Analysis of Composite Ground Improved by Granular Columns Considering Variation of Permeability Coefficient of SoilZhang, Y. G. / Xie, K. H. / Wang, Z. et al. | 2006
- 143
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Stabilization of Ballasted Rail Tracks and Underlying Soft Formation Soils with Geosynthetic Grids and DrainsIndraratna, Buddhima / Shahin, Mohamed A. / Rujikiatkamjiorn, Cholachat / Christie, David et al. | 2006
- 153
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Numerical Simulation of High-Speed Railway Subgrade Settlement on Soft Clay Improved by PVDGong, Q. M. / Wang, B. L. / Zhou, S. H. et al. | 2006
- 161
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Three-Dimensional Numerical Modeling of Soft Soil Consolidation Improved by Prefabricated Vertical DrainsRujikiatkamjorn, C. / Indraratna, B. et al. | 2006
- 169
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Methods to Improve Vertical Drain Design and PerformanceLandau, Richard E. et al. | 2006
- 177
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Vacuum Consolidation and Its Combination with Embankment LoadingChai, J. C. / Hayashi, S. / Carter, J. P. et al. | 2006
- 185
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Field Behavior of Mixed Slurry Wall (MSW) under Vacuum PreloadingMo, H. H. / Zhang, G. X. / Dong, Z. L. et al. | 2006
- 193
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Mechanical Test Study on Fully Grouted Bolts Applied in Yantian PortHu, L. W. et al. | 2006
- 199
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An Experiment Study on Rapid Pullout Test of Soil Nail in SandTan, S. A. / Ooi, P. H. et al. | 2006
- 207
-
Research on Displacement of Anchorage of Suspension BridgeLi, J. P. / Li, Y. S. et al. | 2006
- 215
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Long-Term Displacement of Concrete Anchor Foundation of Suspension Bridge in Soft SoilsZhang, Dong-Mei / Huang, Hong-Wei / Yang, Jun et al. | 2006
- 223
-
Experiment Study on Static and Dynamic Behavior of EPSPeng-Fei, Fang / Xiang-Rong, Zhu / Yun-Fei, Li et al. | 2006
- 231
-
Performance Evaluations of Surface Structure Modified Nonwoven GeotextilesJeon, Han-Yong et al. | 2006
- 237
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Analysis of Frictional Characteristics between Different Types of Geosynthetics by Small Scale Shear TesterJeon, Han-Yong et al. | 2006
- 245
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Substitutive Fills for Geocell: Lime-Fly Ash Stabilization of Muddy Soil Due to Argillization of MudstoneLi, Jun-Wei / Huang, Hong-Wei et al. | 2006
- 253
-
Dewatering of Natural Sediments Using Geotextile Tubes: Comparative Behaviors of Woven and Non-Woven GeotextilesLiao, K. / Bhatia, S. K. et al. | 2006
- 259
-
Modeling and Analysis of Infinite Beam on Extensible Geosynthetic-Reinforced Granular Fill-Soft Soil System Subjected to Moving LoadsMaheshwari, Priti / Chandra, S. / Basudhar, P. K. et al. | 2006
- 267
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Parameters Influencing the Design of Reinforcement in SandsMurthy, Vidya S. / Latha, G. Madhavi et al. | 2006
- 273
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Nonlinear Mechanical Behavior of the Reinforcement-Soil Interface in Pull-Out Tests on GeotextilesWang, Jian-Hua / Li, Yao-Liang / Chen, Jin-Jian et al. | 2006
- 281
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An Experimental Study on Creep Behaviour and Hyperbolic Constitutive Model of Geogrids with ApplicationsXiao, Chengzhi / Luan, Maotian / Yang, Qing / Pei, Jianjun et al. | 2006
- 287
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Triaxial Behavior of Sand Reinforced with 3D ReinforcementsZhang, M. X. / Javadi, A. A. / Min, X. et al. | 2006
- 295
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A Simplified Solution for the Consolidation of Composite FoundationsGong, X. N. / Xing, H. F. et al. | 2006
- 305
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3D Finite Element Analysis on Bearing Capacity Characteristics of the Composite GroundLiu, J. / He, J. / Ding, B. Y. et al. | 2006
- 313
-
Test Research on the Behavior of Composite Foundations Incorporating Rigid and Flexible PilesZhu, K. / Xu, R. Q. / Guo, Y. / Wang, T. et al. | 2006
- 321
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A Semi-Analytical Method for the Settlement Calculation of the Foundation-Composite Ground InteractionLiu, L. P. / Huang, Y. / Li, X. Y. et al. | 2006
- 329
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Application of ANN Model Based on Information Optimization in Quantitative Analysis of Soil Compactness Tested by Instant VibrationJin, J. M. / Wang, K. H. / Xie, K. H. et al. | 2006
- 337
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Soil Liquefaction Prevention by Electro-Osmosis and an In Situ Method to Quantify a Soil's Tendency to LiquefyHocking, Grant / Hebner, Geoffrey C. et al. | 2006
- 343
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Liquefaction Mitigation of Silty Sands in Utah Using Stone Columns with Wick DrainsRollins, K. M. / Price, B. E. / Dibb, E. / Higbee, J. B. et al. | 2006
- 349
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Liquefaction Mitigation Using Jet-Grout Columns — 1999 Kocaeli Earthquake Case HistoryMartin, II, J. R. / Olgun, C. G. et al. | 2006
- 359
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Estimation of Liquefaction Effect by Means of Liquefaction Potential IndexLi, David Kun / Juang, C. Hsein / Andrus, Ronald D. et al. | 2006
- 365
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Investigation of False Positives in Database of Liquefaction Assessment Procedure based on Shear Wave VelocityLiu, N. / Mitchell, J. K. et al. | 2006
- 373
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Probability Method for Assessing the Hazard of Sand Seismic Liquefaction based on Monte Carlo TechniqueChen, J. F. / Sun, H. / Shi, Z. M. / Zhuang, X. Y. et al. | 2006
- 379
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Effect of Shaking Intensity on Seismic Response of Single-Pile Foundation in Liquefiable SoilSu, D. / Li, X. S. et al. | 2006
- 387
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Seismic Performances of Underground RC Structures in Liquefiable Soils in Nuclear PlantsWang, M. W. / Iai, S. / Tobita, T. et al. | 2006
- 395
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Transverse-Earthquake-Induced Deformations of a Bridge Approach Embankment in the New Madrid Seismic ZoneLiu, W. X. / Stephenson, R. W. / Luna, R. et al. | 2006
- 403
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Nonlinear Dynamic Soil-Structure Interaction Analyses of Immersed George Massey TunnelYang, Dan / Naesgaard, Ernest / Byrne, Peter M. et al. | 2006
- 411
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Effect of Post-Compaction Ageing on Seismic Compression of Fine-Grained SoilsDuku, P. M. / Stewart, J. P. / Whang, D. H. et al. | 2006
- 417
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Three-Meter Column Testing of Colloidal Silica Transport through Porous MediaLin, Yuanzhi / Gallagher, Patricia M. et al. | 2006
- 425
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Mitigation of Surface Fault Ruptures by use of ''Isolated'' PipelinesKlar, A. / Soga, K. et al. | 2006
- 433
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Non-Destructive Testing for Earthquake Hazards Mapping, Southeast Missouri, USAHoffman, David / Stephenson, Richard W. / Luna, Ronaldo / Anderson, Neil L. et al. | 2006
- 441
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Index| 2006
- i
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Front Matter| 2006